Journal Article10.1016/j.soildyn.2024.108913
Torsional dynamic response of a large-diameter pipe pile in transversely isotropic unsaturated soils considering construction disturbance
C.Q. Liu,Zhang‐Long Chen,Yun Zhao,Haibo Liu,Jiangtao Yi +4 more
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About: This article is published in Soil Dynamics and Earthquake Engineering. The article was published on 01 Nov 2024. The article focuses on the topics: Transverse isotropy & Pile.
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Citations
Torsional dynamics of floating pipe pile in fractional-order unsaturated cross-anisotropic soils using a novel fictitious soil pile approach
Wenjie Ma,Xu Wang,Koichi Isobe,Eng Choon Leong,Changdan Wang,Bolin Wang +5 more
References
A closed-form equation for predicting the hydraulic conductivity of unsaturated soils
van Genuchten,M. Th. +1 more
TL;DR: Van Genuchten et al. as mentioned in this paper proposed a closed-form analytical expression for predicting the hydraulic conductivity of unsaturated soils based on the Mualem theory, which can be used to predict the unsaturated hydraulic flow and mass transport in unsaturated zone.
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Suction Stress Characteristic Curve for Unsaturated Soil
TL;DR: In this paper, the suction stress characteristic curve (SSCC) for unsaturated soil is presented, and the experimental evidence shows that both Mohr-Coulomb failure and critical state failure can be well represented by the SSCC concept.
933
Static and dynamic behavior of a porous solid saturated by a two‐phase fluid
TL;DR: In this article, the elastic constants for an isotropic, porous, elastic solid saturated by a two-phase fluid were determined by performing two ideal experiments referred to as generalized jacketed and partially jacketed compressibility tests.
150
Dynamic response of a pile in a multi-layered soil to transient torsional and axial loading
TL;DR: In this article, the dynamic response of an elastic pile subjected to transient torsional and axial loading is considered and an impedance matrix can then be derived for a pile segment relating end stress resultants to the displacements.
144